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17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... A brief description of the principle of this new earthquake actuator is presented next.

9 Nov 2001: Engineering News. and Publishing Co., New York, 1909. 30. NIELSENIELSEN M. ... Wiley,. New York, 1980. 39. MUFTIUFTI A. A., JAEGARAEGAR L. G., BAKHTAKHT B.

9 Nov 2001: Lees and C. J. Burgoyne. University of Cambridge. There is a growing interest in the use of new materials in construction. ... and Noritake K.A new aramid rod for the reinforcement of prestressed concrete.

17 Aug 2001: was granted an exclusive licence to incorporate the new intellectua l property in their “Geotech” centrifuges. ... 1st Int Conf ISSMFE (Harvard) various passages Terzaghi (1943), Theoretical Soil Mechanics, John Wiley, New York.

5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-.

9 Nov 2001: New. Civil Engineer, 7 Oct. 1993, 35. 11. NEWEW CIVILIVIL ENGINEERNGINEER. ... Theory of. Elastic Stability. McGraw-Hill, New York, 1961,. 2nd edn. 179.

9 Nov 2001: 43. Lest it be thought that long, thin beams. are either new or restricted to bridges, an older.

6 Feb 2001: c). Additionalmembers. Figure 2: New concept. New Concept. The proposed reflector structure is based on the tensiontruss concept. ... Correcting these problems. should not be difficult when a new model is made.

10 Nov 2001: New Concept. The proposed reflector structure is based on the tension truss concept. ... AstroMesh reflector. However, there are two key differences between the new concept and the AstroMesh.

17 Aug 2001: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX Heyman’s translations of passages quoted above.

2 Oct 2001: to a new failure surface (Figure 5).

17 Aug 2001: safe tipping of new dry waste on old hydraulic lagoon disposalareas, with savings to industry of about three quarters of a million roubles per year. ... He had made full scale tests onretaining walls in 1929 that he reported in Engineering News-Record in

21 Mar 2001: Love, A. E. H. (1944). A treatise on the mathematical theory of elasticity., FourthEdition, Dover Publications, New York. ... 45, No. 5/6, pp. 973-984. Young, W. C. (1989). Roark's Formulas for stress and strain, Sixth Edition,McGraw-Hill, New York.

6 Oct 2001: ABSTRACT: This paper describes some new techniques of image analysis, which offer an insight into the micromechanical behaviour of granular media. ... Fig. 4, A to F), and breakage of fresh particles n new locations (Fig.

2 Apr 2001: new configurations. This purely geometric research resulted in a large number of configurations. ... configuration of new tensegrities, but less than ideal for structures with some known, or desired.

26 Jun 2001: A fibre-optic pollution sensor. A pollutant plume travelling past two fibre-optic sensors.

17 Aug 2001: The new co-ordinatesystem is related to the geometry of the apparatus (e.g. ... New captions canbe added. Colour, thickness or style of some of the lines may be changed.

22 Aug 2001: which is the characteristic of deep foundations. The existence of a shallow penetration mechanism requires new correlations in order to. ... 7. New correlations are required to analyse the CPT data obtained from the centrifuge,.

17 Aug 2001: Navier C-L. M. H., (1819), New edition of Belidor, Paris. Ohta H. ... 4, pp 241-251. Taylor D. W., (1948), Fundamentals of Soil Mechanics John Wiley, New York.

17 Aug 2001: The reader may wonder at this stage about the possibility of using standard L!ST or LSQelements instead of the new drainage element to model the vertical drains. ... 2.2 Benchmark Testing. It is mandatory that the incorporation of a new element or a new